Vibration Serviceability Evaluation of a Modular Steel Plate Floor Assembly
摘要
Preliminary results of vibration serviceability evaluation of a new, modular steel floor framing system for commercial building structures are presented. The proposed system intends to increase the speed of construction by eliminating the placing of a concrete deck and thus reduce the time from conception to occupancy for steel building structures. The relatively lightweight floor system has been studied for vibration serviceability, and the results presented herein are a summary of the analytical research conducted before the experimental phase of the project. The analytical work presented in this study includes the vibration serviceability assessment per AISC Design Guide 11 (Vibrations of Steel-Framed Structural Systems Due to Human Activity) and computational simulations using finite element software.